Numerical nonlinear analysis of RC beams with un-strengthened and CFRP-strengthened opening drilled under service loads within shear zones
The current research deals with the Reinforced Concrete (RC) beams numerical modeling using the finite element analysis software ANSYS-standard and the proposed strengthening procedure if it is urgently required to drill rectangular or circular in shape openings within their shear zones under differ...
Saved in:
Main Authors: | Magdy Khalaf, Louay Aboul-Nour, Mahmoud Khater, Marwa Ibrahim |
---|---|
Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2023-01-01
|
Series: | Fracture and Structural Integrity |
Subjects: | |
Online Access: | https://www.fracturae.com/index.php/fis/article/view/3857/3753 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Flexural Performance of RC Continuous Beams Strengthening by CFRP with Grooves
by: Hanan Qassim, et al.
Published: (2024-08-01) -
Analyse the effect of carbon fiber reinforced polymer (CFRP) strengthening of beams using ANSYS
by: Sabiha Barour, et al.
Published: (2024-12-01) -
Experimental and numerical investigations of CFRP reinforced masonry ?beams performance under bending loads
by: Mahmoud Zaghlal, et al.
Published: (2023-10-01) -
Flexural and Shear Strengthening of High-Strength Concrete Beams Using near Surface Basalt Fiber Bars
by: Ahmed Ashteyat, et al.
Published: (2024-12-01) -
Experimental Study on Repairing and Strengthening Seismically Damaged RC Frames by Installing H-Shaped Steel
by: Yuebing Li, et al.
Published: (2025-02-01)